EP1219764A1 - Herstellungsverfahren für Bauwerke, insbesondere für Schwimmbäder oder Wasserbecken und Vorrichtung zum Durchführen des Verfahrens - Google Patents

Herstellungsverfahren für Bauwerke, insbesondere für Schwimmbäder oder Wasserbecken und Vorrichtung zum Durchführen des Verfahrens Download PDF

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Publication number
EP1219764A1
EP1219764A1 EP01403288A EP01403288A EP1219764A1 EP 1219764 A1 EP1219764 A1 EP 1219764A1 EP 01403288 A EP01403288 A EP 01403288A EP 01403288 A EP01403288 A EP 01403288A EP 1219764 A1 EP1219764 A1 EP 1219764A1
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EP
European Patent Office
Prior art keywords
panels
panel
concrete
sheets
feet
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP01403288A
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English (en)
French (fr)
Inventor
Joel Queirel
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Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP1219764A1 publication Critical patent/EP1219764A1/de
Withdrawn legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H4/00—Swimming or splash baths or pools
    • E04H4/0075—Swimming or splash baths or pools made of concrete

Definitions

  • the present invention essentially relates to a method for the realization of civil engineering works, and in particular of swimming pools or basins of water retention, installed in grounds, to have a wall or resistant reinforced concrete structure mechanically poured on site at by means of panels consisting at least in part of two sheets of suitable plastic such as polypropylene and the like combined and suitably braced forming at least partly lost formwork and cooperating in the realization of the work.
  • the process of the invention differs from the processes of the prior art in that after training in the grounds of a dimension excavation suitable, we place and hold suitably on the bottom of the excavation at level and according to the desired alignments near the walls of the excavation of feet comprising in elevation at least two walls forming a corridor in and on which will come to rest and hang the lower edge of aforementioned panels, these feet comprising, outside side of the work, towards the grounds, a large opening over which we hold chimneys that we fix, up to the upper part of the panels, on the panels, we place all around the work, over the chimneys and against the part high of the panels, outside of the structure, a girdle girdle the structure, concrete or concrete mortar is poured into said chute for form the upper chain of the structure by filling the chimneys and overflowing on the lower edge of the panels after having arranged in the chimneys and in the upper chute the reinforcing bars necessary, thus forming vertical pillars to hold the structure while around him.
  • the invention also covers means for setting work of the method described above, and in particular of the feet of stabilization of panels for implementing the process, characterized in that they are in general form prismatic pyramid with a large opening at the top quadrangular in which the wall of the pillar concrete pouring chimneys and having two sides walls forming a raised corridor from the base of the foot, the width of the corridor being adapted to receive the lower edge of the panels.
  • panels are used, characterized in that they consist of two sheets of plastic material suitable such as polypropylene and the like brought together and braced by a network of conjugated pins and orifices placed opposite each other on the faces inside of the two sheets and which lock into each other others when the two sheets are forced together.
  • said sheets have on their inner face of the ribs stiffening.
  • such thin panels have a high rigidity with a small volume which facilitates greatly storage and transportation issues.
  • the panels may not be ribbed, and in this case, their rigidity can be obtained by casting the concrete between the two sheets of the panel during the casting operation of the concrete in the chute which surrounds the upper part of the structure.
  • FIG. 1 we illustrated a certain number of panels placed side by side to form the beginning of a wall for example of a swimming pool.
  • the panels so arranged are at the bottom of an excavation which has not been shown to not overload the drawing.
  • Eight panels were thus represented referenced 10 to 17.
  • the panels referenced 12 to 15 form for example the small end side of a 4m x 8m pool.
  • the panels can each have a width of 1m.
  • Their height will depend on the desired depth of the basin, for example 1.1 m.
  • a also shown the high end of a chimney 18 whose implementation and use will be described in more detail below.
  • a foot 19 whose constitution and usage will be described in more detail below.
  • FIG. 2 we have shown more precisely and at larger scale two panels such as panels 16 and 17 with the foot 19 placed under the junction of these two panels.
  • sheet referenced 16a for panel 16 and 17a for the panel 17 has on its two lateral edges and on its edge lower holes 23 which will allow good anchoring of the panels by the concrete during the molding of the walls of the structure, as will be explained more far.
  • a foot such as foot 19, 21 or 22 which has already been mentioned.
  • Such foot for example foot 19, has a generally prismatic shape pyramidal with a large opening 24 at the top, for example 200 x 200 mm rectangular.
  • the opening in question is bordered on three sides by a U-shaped wall 25.
  • the top of the U opens onto walls 26,27 forming a corridor 28 adapted to receive the lower edge panels such as 16 and 17.
  • the base of the corridor 28 is raised relative to the base of the foot 19, so that panels such as 16 and 17, when placed on the feet, are going to leave under them a space in which can come and be poured the concrete of the structure, in particular in connection with the slab.
  • the wall 26 does not close the opening of the branch of the U formed by the wall 25, which will block properly, as it will be described in detail below, the base of the concrete pouring chimney which comes to rest inside the opening 24.
  • the intervals in question were referenced respectively 29.30.
  • the feet in question can be made of material molded plastic, for example recycled polypropylene.
  • the width of the corridor 28 is adapted to the width of the panels, for example of the order of 70 mm.
  • the height of the base of the corridor above the base of the foot can be example of 60 mm, and the height of the walls 26,27 can be for example of around 40 mm for proper presentation and adjustment of panels on the feet.
  • FIG 4 there is illustrated a modified foot 31 which can be used advantageously in a corner of the work to receive the slices oriented 90 degrees from two panels at an angle.
  • corner feet as illustrated in Figure 5
  • you do not use such corner feet you can, as illustrated for the other side, use five feet such as 19 evenly distributed meter by meter leaving only a small protruding end of the panel at each corner.
  • Another solution which will be advantageously implementation will consist in using in the corners of the pillars formed in L shaped hollow section chimneys (not shown) placed at the outside of the structure on the angle bisector for the recovery of efforts in the angle; these pillars will be anchored in section feet compliant with an opening such as 24 of section corresponding to the outer section of the L-shaped chimney.
  • the fireplace thus positioned can be simply attached to the panels by means of screw for example as shown schematically by the arrows f in Figure 1 in the side walls of the chimney, and this from inside the structure.
  • the volume of the excavation does not need to be significantly greater than the volume of the hole for positioning the work in the grounds.
  • an excavation volume of four meters 80 by eight meters 80 (4.8m x 8.8m) will be suitable for example in general.
  • the sheet that constitutes the wall of the chimneys can be for example a plate of 8 mm thick polypropylene with a corrugated cardboard structure.
  • a chute 32 At the top of the panels, more exactly at the same level than the lower lower edge of the inner sheet of each panel, there is a chute 32.
  • This chute has a bottom wall 33 and a side wall 34 which will rise to the same level than the upper edge of the panel, i.e. the edge of the sheet interior of the panel.
  • the bottom 33 of the chute is smashed at the chimneys so as to allow concrete to be poured into the chimneys by the chute.
  • the chute goes all around the structure by girdling.
  • the reinforcing bars (not shown) of the upper chain of the structure.
  • the chimneys are also the reinforcing bars (not shown) which will be locked at their base with the raft irons.
  • FIG. 11 and 12 there is illustrated a panel particularly suitable for implementing the invention.
  • This panel such that the panel 16 already described consists of two sheets, respectively an inner sheet 16b and an outer sheet 16a, each sheet being ribbed according to a network of squares. At the nodes of the network are formed of a side of the holes 37 and on the other side of the pins 38 which can be fitted to force into the holes 37.
  • the panel is particularly rigid. This allows to reduce the thickness of the panel for example to 70 mm.
  • the inner sheet 16b and the outer sheet 16a are offset and the outer sheet is lower than the inner sheet of so as to allow the installation of the casting channel of the reinforcement chain upper part of the book.
  • the juxtaposed panels therefore overlap partially on their edges and can be fixed by any means, by example by screws at the arrows indicated h (fig. 1 and 11).
  • the two sheets of a panel such as 39a exterior and 39b interior may not be ribbed and simply joined together by means of bracing cylinders which will penetrate into each other.
  • the panels will include the same offsets on the edges of the two sheets and the same holes for locking in concrete.
  • the pitch of the network will advantageously of the order of 100 mm.
  • the diameter of the holes and of the pins 37.38 could be of the order of 20 to 30 mm.
  • the diameter of the cylinders could be of the order from 60 to 70 mm.
  • concrete mortar will be poured inside the panels to give them the required rigidity, the casting of course taking place via the chute 32 already described.
  • a frame metal (not shown) will be integrated into the panel between the two sheets which constitute it, before joining the panels by their pawns or cooperating spacers 40.41.
  • the invention further enabling construction of self-stable structures without the use of struts exterior.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Revetment (AREA)
EP01403288A 2001-01-02 2001-12-18 Herstellungsverfahren für Bauwerke, insbesondere für Schwimmbäder oder Wasserbecken und Vorrichtung zum Durchführen des Verfahrens Withdrawn EP1219764A1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0100014A FR2818998B1 (fr) 2001-01-02 2001-01-02 Procede pour la realisation d'ouvrages de genie civil, et notamment de piscines ou bassins de retenue d'eau, et moyens pour sa mise en oeuvre
FR0100014 2001-01-02

Publications (1)

Publication Number Publication Date
EP1219764A1 true EP1219764A1 (de) 2002-07-03

Family

ID=8858472

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01403288A Withdrawn EP1219764A1 (de) 2001-01-02 2001-12-18 Herstellungsverfahren für Bauwerke, insbesondere für Schwimmbäder oder Wasserbecken und Vorrichtung zum Durchführen des Verfahrens

Country Status (3)

Country Link
US (1) US6681537B2 (de)
EP (1) EP1219764A1 (de)
FR (1) FR2818998B1 (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102605744A (zh) * 2012-03-19 2012-07-25 王德普 移动池及其制造方法

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2449145A1 (en) * 2002-11-12 2004-05-12 Kafko International Inc. Concrete accepting wall structure with adjustable curvature
FR2850416B1 (fr) 2003-01-28 2005-03-11 Joel Queirel Panneau pour la realisation d'ouvrages de genie civil, et notamment de piscines et procede de construction utilisant de tels panneaux
CA2425811A1 (en) * 2003-04-17 2004-10-17 Arne B. Wallin Modular wall system with footing form
FR2869057B1 (fr) * 2004-04-16 2006-06-02 Piscines Desjoyaux Sa Sa Dispositif pour la realisation d'un haut de chainage d'un escalier
FR2889552B3 (fr) * 2005-08-04 2007-11-02 Tout Pour L Eau Prat Sa Element de coffrage perdu et module pour la realisation d'un tel element.
FR2889550B1 (fr) * 2005-08-04 2007-11-02 Tout Pour L Eau Prat Sa Element de coffrage perdu et module pour la realisation d'un tel element
FR2889551B1 (fr) 2005-08-08 2008-12-26 Stephane Macrez Panneau pour la realisation d'un bassin de piscine et bassin realise avec de tels panneaux
GB201015793D0 (en) * 2010-09-20 2010-10-27 Rose Nigel P Method of pool wall construction
FR3053372B1 (fr) * 2016-07-01 2018-07-13 Piscines Desjoyaux Sa Panneau modulaire pour parois de bassin
DE102018105336A1 (de) * 2017-10-18 2019-04-18 Naturspeicher Gmbh Becken, Gerüst sowie Seitensegment

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2518613A1 (fr) * 1981-12-18 1983-06-24 Desjoyaux Catherine Elements prefabriques pour la construction de piscines et procede pour leur mise en oeuvre
WO2000046456A1 (en) * 1999-02-01 2000-08-10 Wallin Arne B Modular wall system
EP1035273A1 (de) * 1999-03-11 2000-09-13 Abriblue Schalungsvorrichtung, insbesondere für das Bauen von Schwimmbecken

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3745593A (en) * 1971-09-23 1973-07-17 Doughboy Ind Inc Multi-piece vertical support for swimming pools
CA1151385A (en) * 1980-05-05 1983-08-09 Gavin C. Armstrong Construction method
FR2566447B1 (fr) * 1984-06-25 1986-12-26 Leombruni Guy Procede de construction de piscines en beton prefabriquees et piscines ainsi obtenues
FR2641811B1 (fr) * 1989-01-09 1992-09-11 Desjoyaux Jean Louis Panneau pour la realisation de piscines notamment, et son procede de fabrication
FR2724680B1 (fr) 1994-09-20 1997-03-14 Queirel Joel Perfectionnements a un panneau formant coffrage perdu pour la construction d'ouvrages de genie civil, et notamment de piscines, et procede de mise en oeuvre de ces panneaux

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2518613A1 (fr) * 1981-12-18 1983-06-24 Desjoyaux Catherine Elements prefabriques pour la construction de piscines et procede pour leur mise en oeuvre
WO2000046456A1 (en) * 1999-02-01 2000-08-10 Wallin Arne B Modular wall system
EP1035273A1 (de) * 1999-03-11 2000-09-13 Abriblue Schalungsvorrichtung, insbesondere für das Bauen von Schwimmbecken

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102605744A (zh) * 2012-03-19 2012-07-25 王德普 移动池及其制造方法

Also Published As

Publication number Publication date
US20020083664A1 (en) 2002-07-04
FR2818998A1 (fr) 2002-07-05
FR2818998B1 (fr) 2005-03-11
US6681537B2 (en) 2004-01-27

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